MONTCLAIR STABLES APPLICATION PLAN SET

o . seA9159 49172 | fase . 1 ex aan ieee rr 49998 fooioo 45,3, fooars \ \ “A \ PARKING LOT = PLAS, x 49156 | es \ 8s ' | (| id \ Ea | : : . ee \ | | 49468 zs | 9.11 \ W A923 497,26 nes UPPER LEVEL ONL | lesras wa . \ | | her \ \ 1 \ 489.45. \ . ASPHALT \ DRIVE \ ; 7 \ 7 | \s hoanx cRAVEL|E 5770 | \ | \ soamd = oes ~ \ i \ pRive \ BLOCK 152.02 \ er’ \ y ~y 3 \ 1}. Lots 176, 179 8186 \ \ 4 z. ” A Wo \ a ee pearance noo yh Sager |W Loge 1 w Yd \ m ! . 99.57 \ ! - \ _ louse F \ \ | pe | Kone 4 | cur. ss & \ PROPOSED 8” PVC | \ | / a“ 4 i \ \ LEADER DRAIN PIPE 1 se545499 ] ae 50893 | snneeS | / a Be — : Wp oe oa | as 550° 58’ 00" SASS Mio oe ~ — , | 1 \ 75.00" __< poe [ mee xe489.29— | 67 ; - N50" 58° oo"'w * 48972 489.46 Se | 00" na — — > e A INLET \ \ : S cere ; , yer 0488 | \ GR. 491.32 | \ No ot ee : 3 >, \ INV. 488.2 1 STORY \ Z L ns 7S \ TL DING \ a ee \ \ Bub-ee \ ~~ t 448" \/ \\ i \ BLOCK 152.02 \4 —_ \ LOT 132 449026 \\\ INDOOR RIDING RING \ \ \ \ | , on” coe . \\ | 1 Bees “| PROPOSED 8” PVC \ PROPOSED 8” PVC LEADER \ \ \ LEADER DRAIN PIPE- IF - 4 1 ASPHALT \ V xass49 Ne \ V PARKING LOT NN \ \ \ ~ 4 UPPER & | \ _ ER LEVELS i \ \ cals wn \ ve sas \l | floes \ | USDA SOILS DATA \ ” RIVE \ aoe 12” PVC LEADER \ \ > t ¥ BOONTON. rnd . dss YL —URBAN LAND-BOONTON SUBSTRATI — | \ | saa sae Fd, \ . as 0% TO 8% SLOPES UM COMPLES, a wood | | boo { PROPOSED 6” PVC : DEPTH TO WATER TABLS > 80 INCHES e LEADER DRAIN PIPE \ DEPTH TO BEDROCK: > 72 INCHES. MAP —~ 5 a \ 7 cio — \ \ < ~ . a wu i Z \ \ RN 28, :,\ FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 5 3 2 \ \ we B B q ace anehe \ CLEARING & DISTURBANCE = 26,191 SQ. FT. (THIS SHEET) 8 Q 2 | \ Les ys fia Naa PLUS 10,495 SQ. FT ON SHEET SE-5 = 36,686 SQ. FT. TOTAL S Ae peiVe 7.” 8 3 | “ “T\ 2 aL S )) | a9 FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW ne 40900 4 ae Nee | gay sewer | 7\ ff Pus 4 soe COVER + &A0 SQ. FT. REDUCTION ON-SITE 3 a \ yp) sme 1 KOMP TES . VANS as , . FT. AREA ON SHEET SE-5 = 3,066 SQ. FT. = eee ror | RM 490.25 RIM $90.29 S : ] NET DECREASE ’ nae % ~ a | Feancty 38 Be s0294 BASEMENT WALL_ _ —\. ; —' \\wett Pe REFER TO SHEET SE—5 FOR PROPOSED DRIVEWAY EXTENSION IN NICHOLAS AVE. _< DRAIN 2 2 X 454908 Mo oan \ 2 2 y | TO ee ae : ) a . a a — 38 “ a Ww 48759 lho 19035 ™~ @ : en Y 10 N % & _ y = _ ~ fe sass GRADING & DRAINAGE PLAN 380 TTT — EE) — 9 syc a ~ [ N — . . — _— N50° 58° ——— Sheet

2 X 454908 Mo oan \ 2 2 y | TO ee ae : ) a . a a — 38 “ a Ww 48759 lho 19035 ™~ @ : en Y 10 N % & _ y = _ ~ fe sass GRADING & DRAINAGE PLAN 380 TTT — EE) — 9 syc a ~ [ N — . . — _— N50° 58° ——— Sheet SE-4 _ _ _ 7 C q ¢YWELL: "ces, BC ic Ja —~ —_ —__Bives . oe = — 4 i] * . PROPOSED SITE IMPROVEMENTS | PS Ta ~ —_—-—- 487. ORM MH | i Be 48419 — tage a GRAVEL INV. 484.52 \ eavel MONTCLAIR STABLES Matos | paven I | veaven TESTE y f eive > Gl TAX LOTS 176, 179 & 186 BLOCK 152.02 ° ) ROAD 493.72 \ e IVE | | / we ce “Ne \ oR TAX MAP SHEET 77 \ \ 423 — — 487.83 ' “Be _ l \ is = a t N NICHOLAS AVENUE 097 - sone THE TOWNSHIP OF WEST ORANGE i 2858 mn a 8 \ \ <S0’ RIGHT OF WAY PER TAX < A ‘s° Rep NT pimp cane) ESSEX COUNTY, NEW JERSEY \ MAP) : o = RIPRAP_ CHANNE! cR. 40219 | \ \ LC 4 & Bi SOWNSHIP RECORDS eo 4908 \ == 490 Em rf Cunningham Engineering ye Design; GLC ‘STORM MH ‘to __ Te ee \ Ny 1—w.d. MH RIM 481.64 ab a - Tee a J \ g fe , , Mig dBi 1 Batra top 470.39 T slocK ten 26 - — Certificate ff Authorization Nox 24GA28204400 cn 182. 15" ROP | 13" BoP 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 . 486. . 490.06 973-219-7546 | RMCNJPE@YAHOO.COM tered Bete BLOCK 152.26 BLOCK 452.26 | ——$$——$— BLOCK 152.26 BLOCK 152.26 . LoT7 40 LOT 4 LOT 3 BLOCK 152.26 JANUARY 10, 2025 duct 1 . a on° sass {| SCALE: 1°=20 LoT2 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

BLOCK AN CURB BARN UPPER & LOWER LEVELS o BELGIAN ASPHALT PARKING LOT BLOCK 152.02 RING LOT 132 INDOOR RIDING a SAN. SEWER PUMP. TANK \ : SAN NH SAN MH eee eo | —-|— - . Maal Bel Z| a (0) (0) PROPOSED ONE WAY DRIVEWAY ‘ose a BASEMENT 8” COMPACTED DGA, 12’ WDE AREA = 3,364 SQ. FT. INLET MH x GR. 506.35 RIM 5SQ7.64 nr = - Celt "7 [ wi : la 4o1at C3 ] 36" B _ | sYc. 8 _\| " yw @ ee < INLET GR._509.65, 3° oe Va N50°58'00"W Y 535.00" 3 . a ue ls sesso REMOVE 21 LIN. FT. FULL HEIGHT CURB GR, 487.81 | — eons CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL NICHOLAS AVENUE GRAVEL oe CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS DRIVE |” x <50’ RIGHT! OF WAY PER TAX DRIVE * 4 J Xe, | MAP> WA Low eeu - x ass J ~ sons NN, \ a 15" RCP 508.76 ™ —_ ©: > BOB. J is} APPROX. MH LOCATION a “ ~~ — o 4 4 as R TOWNSHIP RECORDS be _ \ oe . ~~ 1 509 Po to OT _—- \¢ S . >= | = <= 15” [RCP x —. 59873 15" RCP ; = on L. RCP \ BRIDLE PATH | Nine. \ \ \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 aa ag wwe Py BLOCK 152.26 LOT 3 os: SS a me We Kr BLOCK 152.27 LOT6 | | LOT 5 Lor4 ~ Su LOT 11 BLOCK 152.26 BLOCK 152.26 ‘ . “yt | LOT2 LoT1 Ez PROPOSED ALUMINUM OR STEEL 2-LEAF Neo EXPOSE INLET, REPAIR iF NEEDED GATE W/ ELECTRIC OPENER AND KEYPAD wz \\ RESET GRATE ELEVATION IF NEEDED 6’ HIGH, LESS THAN 50% OPAQUE z* Oz Ze 23 f 50’ v.c- | <x ~ 512 512 Oo 12° 3’ MIN- 510 510 ~_|_ — — NUDOT DGA, 8” THICK PROPOSED DRIVEWAY CENTERLINE PROFILE COMPACTED THICKNESS — PLACED & COMPACTED 508 508 — | In 2 LIFTS PROPOSED ELEVATIONS Le TOPSOIL, 5° MIN. Sg _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __ine” tts 506 7 506 EXISTING GROUND PROFILE Se REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. 7” a COMPACT SUBGRADE 504 504 Lo SCALE : H-1"=2' LOOKING UPHILL 502 7 Z 502 a Z I~EXISTING GROUND PROFILE USDA SOILS DATA a SOIL TYPE: BouB 500 500 BOONTON—URBAN LAND-BOONTON SUBSTRATUM COMPLES, 0% TO 8% SLOPES / DEPTH TO WATER TABLS > 80 INCHES DEPTH TO BEDROCK: > 72 INCHES. 498 / 498 wy — 38" VCs —- PROPOSED NICHOLAS AVENUE DRIVEWAY 496 496 Sheet SE-5 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES 494 494 TAX LOTS 176, 179 & 186 BLOCK 152.02 J / TAX MAP SHEET 77 A pe 6 ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY oO Xo | eo . ° ° . 2g Cunningham Engineering Y Design; LLE 3 n | | 2 | elle] ¢ | J of | 2 2 J 23 of o | ae " 2 Certificate of Authorization Nox

WNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY oO Xo | eo . ° ° . 2g Cunningham Engineering Y Design; LLE 3 n | | 2 | elle] ¢ | J of | 2 2 J 23 of o | ae " 2 Certificate of Authorization Nox 24GA28204400 490 £ 2 = |S) |S = 2 S15) 3 3] 5) 5 8 3 5 3 5 3] 518 3 2 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 8 8 8 8 2 8 8 0 8 aa 8 8 973-219-7546 | RMCNJPE@YAHOO.COM + a + * ¢f t + + + aa t + . iS) iS) N N % (¥. PROPOSED DRIVEWAY PROFILE ——e ; NW SCALE : H-1"=20’ ORIGINAL DWG. DATE ROBERT M. CUN GHAM 7120 DECEMBER 17, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

rc BLOCK 151.03 FR. DWELLING| BLOCK 151.05 LOTtt | FR. DWELLING LOT 12 FRAME DWELLING FRAME DWELLING FRAME DWELLING r | FRAME. DWELLING FRAME DWELLING WEDDING & EVENT VENUE FRAME DWELLING FR. FR. FRAME DWELLING | BLOCK 151.05 PARAG! BLOCK 151.05 BLOCK 151.05 PARAG' LOT 13 BLOCK 151.03 | FRAME DWELLING BLOCK 151.05 LOT 236 , LOT 231 BLOCK 151.05 BLOCK 151.05 LOT 12 LOT 234 OCK 151. LOT 225 yar LOT 228 BLOCK 151 LOT 17.01 co soe ae Snr \ | | o| DEP, cuRR DEP, CURB BELGIAN BLOCK oes ; fy. oo EAGLE ROCK TELSTAR TORE Toe Nee hc SS==>= SS — Ey ECCI BUaeK RESERVATION . oo or YO 8 oy . ¥ v v a ee * 8 WOODLAND AVENUE —— e oot oe ont \; © ° rv ont coo RIGAT av PER Tax ‘& © on oo oo okt 6 E s— 7 ae , c e ‘STORM MH, ot on — 02 a 1 4 © 2 os a bep_cue seuoten Lock : jo Oo URED a PaVER en es $50°58'00"E 475.40" PAVER adic. | PaVER | conc, —— — a, —_ ete aC w 2 = r v 7 rr a ve Nao A Oe OF Re Kl ad letras FOUND oo ae 28 ae 2 FOUND : ya 8 o2 ok z 2 nA? o4 g a BLOGK {52.020 8 a, = > a PAVER 4 13 O78 oh ° PATIO ° : ee wkd PAV! . oY 1 ees aT WY o ite 8 alt 4 <6 LEADER \ 8 8h a a be Soe BLOCK 152.02 + mde 2s 6 Me BASEMENT LOT 186 BLOCK 152.02 | FRAME DWELLING "FRAME a4. 3 ne os Ww \ LOT 167 DWELLING ole 3 8 1 ----~T7 7 NEW A/C UNITS (TYP. \ eas 3 RS 980 7 so 38 2 OU) WW 0 eee -- ON 4’ X 4’ CONC. PAI ae 1 8 coe --- \ \ Ly. ASPHALT ot fo ar ae fl) 4 Y 7 ie PARKING LOT a 48 \ en \ ‘* \ Be FOR OFFICE BUILDING 7] a2 cao \ 2 ot Peers vas] he zo , ow 2 2 ow « / eit av \ UPPER LEVEL ONL \ ° ee, Fy 1 7 18 a on | aoe oe asV\ 15 ns a \ 3 ys 18 eer) > \ & 7 1 Fc aj 4 S en 3 wt ' ar) os 8 B BLOCK 152.02 ng 13 oe it LOTS 176, 179 &186 \ Se LZj. 7 °. 150,302 SQ.FT. ox a | os ! on 08 6 \a 3.450 AC. H ; yee . A FR. DWELLING on : o 4 Be f ei | oo aoe & § Ls ! 14 on 7 a Cr & oe a. en zm LIGHTING NOTES wo ees 3 BLOCK 152.02 00 0 43 16 1 \ 1. PROPOSED LIGHTING CONTOURS AND FOOTCANDLE SPOT VALUES WERE PROVIDED BY DIVERSIFIED LIGHTING TECHNOLOGY LOT 168 2 oe \ on ‘55 LANE ROAD, FAIRFIELD, NEW JERSEY 07004 + ont a 38? 5. N50’ 58' 00"W 2. ALL WIRING FOR SITE LIGHTING SHALL BE RUN IN UNDERGROUND PVC ELECTRICAL CONDUIT, 1” DIAMETER MINIMUM. ° 02 ‘550° 58" 00"E 2 4% ; \ 15.00" 3. STE_UGHTS FOR THE PARKING LOT SHALL BE OPERATED DURING EVENNG INDOOR AND OUTDOOR SESSIONS AND SHALL BE 00°F | 02 a oo | Shut GFF By AN OVERRIDE IMER NO LATER THAN 10: PA =a — 75:00" a2 4 82 4. SITE LIGHTS FOR THE OUTDOOR RIDING

OT SHALL BE OPERATED DURING EVENNG INDOOR AND OUTDOOR SESSIONS AND SHALL BE 00°F | 02 a oo | Shut GFF By AN OVERRIDE IMER NO LATER THAN 10: PA =a — 75:00" a2 4 82 4. SITE LIGHTS FOR THE OUTDOOR RIDING ARENA SHALL BE OPERATED DURING EVENING OUTDOOR TRAINING SESSIONS AND SHALL a ‘3 ‘ cue \ BE SAG SE% TE WD OF ASN SUSE SSN wei OVERROE Te ST OR TP or [os wo ee? Ge, 491.32 \ 0 Awe Mew STB \ BLOCK 152.02 ~* PSS- ~ a8 7 ” Mhe-2e \ LOT 132 BLOCK 152.02 : 7 7 ; y 12 A \ a LOT 165 4 08 o 1 a 8 Ss G 6 | aia fo te ™ A naooe omg 8 | 4 0 yoo. ; ao Ns ha ha at \ a3 1 d 8 a » » # ” i NN \ veer 3 LEVEL * FR. GARAGE w/e Y a o Lower by oA wo OS \ 3 w een Ol 8 . \ ie LUMINAIRE SCHEDULE **REFER TO LIGHTING FIXTURE CUTSHEETS FOR COMPLETE CATALOG NUMBERS* 404 4 wa Jf 3 °. 3 x I “ oh XQ 8 “4 s\ 4 1 \ ° 8 Project: MONTCLAIR STABLES a oz 02 4 oe 4 0. ar w & Be. 04 so rr 5 ° 1 18 \ oe 23| Symbol Qty | Arrangement} Fixture Type| Description Manufacturer [CCT | LLF Total Watts | Delivered Lumens | Mounting Height i os ROY 1° 2 4 \ fe 8 ate BLOCK 152.02 o2 08 d a Fe Se LOT 162 4 O41 5 d 3 Nod | la 2 GROUP B2x-FT DUAL POLE MOUNT AT 18FT HEIGHT, LsI 4000K 0.900 222 30594 18 FEET w BE 0 be s| 19 (23? \ fal TYPE FT DISTRIBUTION, oF ; y ; scmna 15 DEGREE TILT ON RIDING ARENA SIDE é 8 ps 24 N20 a ae \ PARKING LOT 0 DEGREE TILT ON PARKING AREA SIDE wd na 2 on 08 for / " 1318 \ FOR OFFICE |BUILDIN 8 ot ° 1 wi > ‘ ar 38 28 < ao 60 OF \ ‘ | 8 Single x2 c LsI 4 . 3 . | }000K 0.900 121 15691 18 FEET r FRAME OWELLING | & woe [PV dato NS \4 ; oH noe aren contaoneu a % 09 1 ot 20 2 a PRS Yee ---7-7 7 cae 3 °. 3 so OT \ 44 ys 24 NS ° OW¥--~7 \ Femne- = or on se fro ve CoO usenet joan fin: 18 oe 8 \ / ‘ mae et wi 5p th - an rv By Grosse i spy.04 53 . A > oo 12 R 5 28 oafin: os 08 i : ae oo 0s 1 & x . e bz oo a ——o os os Hos “ 8 he cel yO he <, gee 7 \ | 125.00" oo wo 0s & os N50° 58°, Q0°W” 16 , INLET Oy ny Re. Re ae 8 EB Wa BELGIAN BLOCK i Be oo (of Eines a SE ° § rr, Maa Ravel \\ ‘STORM. Mi 4 wT an 0 &. DRIVE a \ [fe 83 ave I GRAVEL re ne Xe a oo pave °" = a8 a === === KH _/ oe ee NICHOLAS AVENU ae ee a e = = = oo 0° oo 00-80" RIGHT OF WAY PER TAX © RIPRAP CHANNEL ed — = oo oO MAP) 8 PROX. MH LOCATION =—s— = BELGIAN BLOCK [oo mut joe 2 TER Teun Reon oe ; CURB Mila, Be pe oo | Gee, Tene BRIDLE PATH Mines eutone \ 18 "Sow ADJONERS “ERE Sen te ome WOOD FENCE BLOCK 152.27 \ . "ALED FRONI 10 BLOCK 152.26

—s— = BELGIAN BLOCK [oo mut joe 2 TER Teun Reon oe ; CURB Mila, Be pe oo | Gee, Tene BRIDLE PATH Mines eutone \ 18 "Sow ADJONERS “ERE Sen te ome WOOD FENCE BLOCK 152.27 \ . "ALED FRONI 10 BLOCK 152.26 LoT 14 GOOGLE EARTH PRO IMAGERY | _ \ \ | \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 LOT 6 LOTS BLOCK 152.26 \ LOT 10 LoT7 LoT4 BLOCK 152.26 BLOCK 152.26 \ BLOCK 152.26 LOT 8 | LoT3 BLOCK 152.26 LoT9 LOT 2 | i ft HTIN FRAME DWELLING LIGHTING PLAN FRAME DWELLING FRAME DWELLING | | FRAME DWELLING FRAME DWELLING Sheet SE-6 \ FRAME. DWELLING | FRAME DWELLING FRAME DWELLING FRAME. DWELLING PROPOSED SITE IMPROVEMENTS \ | “_ MONTCLAIR STABLES \ | TAX LOTS 176, 179 & 186 BLOCK 152.02 == ESSEX COUNTY, NEW JERSEY | _ CANNON STREET G G LD LEE ___ | —— So" RIGHT OF Wav PER TAK DS SSS 55S SS Ss = Certificate ff Authorization Nox 24G.A28204400 ~ “ 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 RMCNJPE@YAHOO.COM GRAPHIC SCALE \ ~ _ EE —E——E——— JANUARY 10, 2025 kG = q ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM SCALE: 1°=30" DECEMBER 13, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

-— 10” MIN. —4 FINISHED PAVE— MENT SURFACE GRANITE BLOCKS, 10” X 6” X 4” MIN. SIZE JOINTS TO BE 3/4” WIDE MAXIMUM AND POINTED 1:2 MIX CEMENT MORTAR ** 11/2” (DRIVEWAY) 1" BATTER aa YL a lit: SAWCUT & TACK EDGE 2” FABC SURFACE //” course (Mix #5) /— 4” BITUMINOUS STABILIZED BASE (MIX I-2) —— 6” NJDOT DENSE GRADED AGGREGATE ia a FIRM SUBGRADE 3,500 PSI CONCRETE GRANITE BLOCK CURB & ROAD RESTORATION DETAIL FINISHED PAVE- MENT SURFACE N.T.S. GRANITE BLOCKS, 10” X 6” X 4” MIN. SIZI JOINTS TO BE 3/4” WIDE MAXIMUM AND POINTED 1:2 MIX CEMENT MORTAR ** 11/2" (DRIVEWAY) 4-1” BATTER av ~~ — 2" FABC SURFACE COURSE (MIX #5) ——— 3” BITUMINOUS STABILIZED BASE (MIX I-2) ——— 6” NJDOT DENSE = GRADED AGGREGATE po \— firm suacRADe 1-0" = 6* MIN. 4 4 4 YX Lo CONDUIT 3500 P.S.I. CONC. FOUNDATION W/ (6) NO. 5 VERTICAL BARS ~ & (4) NO. 3 CIRCULAR TIE BAR’ 18* MIN POLE AS RECOMMENDED BY POLE MANUFACTURER 24” DIAMETER, MIN. LIGHT DETAIL SEE SITE PLAN SHEET SE—3 FOR LOCATIONS SCORED JOINTS BLOCKS TO BE SET WITH LONG CIMENSION VERTICAL. SIDEWALK 40" VARIES OR AS PER PLAN APRON PITCH 2% DOWN CONCRETE SIDEWALK —. TOWARD STREET ——— 1/2” BITUMINOUS EXPANSION JOINT 4 1 1/2" FACE MATCH BATTER OF FULL HEIGHT CURB PAVEMENT SURFACE eS ‘CLASS "B” CONCRETE 6” X 6” 10/10 WWM WHERE SIDEWALK CROSSES DRIVEWAY 6" o\ 6" 6” MAX. e TOP OF CURB SLOPE PLAN VIEW AT HANDICAP RAMP NTS. FINAL GRADE. FILTER FABRIC ON TOP OF CLEAN STONE EXCAVATION LIMIT AT CUT SECTIONS @—COMPACTED BACKFILL AT FILL SECTIONS 3/4” CRUSHED STONE, = {—_——DRAINAGE FABRIC ON TOP OF ny AND BEHIND CLEAN STONE ALTERNATE WALL DRAIN METHOD 3” PERFORATED PVC DRAIN PIPE TEE AT EACH WEEP HOLE 4” PERFORATED PVC DRAIN PIPE TO STORM DRAIN SYSTEM 3/4” CRUSHED STONE, COMPACTED W/ VIBRATORY PLATE SUBMIT BLOCK MANUFACTURER'S DATA TO DESIGN ENGINEER FOR APPROVAL. MODULAR BLOCK WALL SECTION UP TO 3’-6” HIGH * * 3,500 PSI CONCRETE > . a 9 -— 12" N.T.S. CAP UNIT WITH KAPSEAL ADHESIVE- (2) MIRANDA SMALL AREA LIGHT FIXTURES BY LSI, INC. 12" DEEP VERTICAL FACE MRS LED 15L SIL FT UNV 40 7OCRI BLK IH RETAINING WALL UNITS} | 111 WATTS, 15,000 LUMENS, FORWARD THROW DISTRIBUTION or Wwipe NS x —— COLOR TEMP.: 4,000 CCT x se z = S —) S/O o : | o aia 1: WEEP HOLES ” 6'—0" O.C. FINAL “7 ‘o 1” STONE DUST SETTING BED e S |-————— Ls|_ 5RPBS A188 18 D180 BLK RHH PREMIUM 5” ROUND ALUMINUM POLE 0.188”

COLOR TEMP.: 4,000 CCT x se z = S —) S/O o : | o aia 1: WEEP HOLES ” 6'—0" O.C. FINAL “7 ‘o 1” STONE DUST SETTING BED e S |-————— Ls|_ 5RPBS A188 18 D180 BLK RHH PREMIUM 5” ROUND ALUMINUM POLE 0.188” WALL THICKNESS, 17° HIGH COLOR: BLACK 8” — 9” BOLT CIRCLE BOLT COVER HAND HOLE— | 3/4” X17" GALV. ANCHOR BOLTS MIN. 1/2” GROUT TEMPLATE SHIPPED W/ POLE fea / TOP SLAB TO BE 7” THICK, 4,000 PSI CONCRETE W/ NO. 5 BARS, 6” O.C. EACH WAY, W/ 45° ANGLED BARS AROUND OPENIN' REINFORCING, 2” CLEAR OF BOTTOM OF SLAB PRECAST MANHOLE TO CONFORM TO REQUIREMENTS OF PRECAST REINFORCED CONCRETE MANHOLE 24” DIAMETER OFFSET HOLE TO ALIGN WITH STEPS. 6” HIGH FRAME & COVER AS REQUIRED BY WEST ORANGE ADJUST TO GRADE WITH CONCRETE BRICK. SECTIONS A.S.T.M. DESIGNATION C-418.611 TO BE SET ON TOP OF FIELD—POURED FOUNDATION T—__] ‘S }—5” COMPOSITE STEPS CAULK INSIDE & OUTSIDE WITH MORTAR FOR NEW OR EXIST. ees BENCH*: | 4 /ARIE: 1— "DOGHOUSE” OPENING 2” LARGER THAN 0. D. OF STORM DRAIN EXIST. 18” RCP STORM DRAIN ne FOUNDATION BASE, IF OVERDUG in (3/4” BROKEN STONE) PRECAST DOGHOUSE MANHOLE NEW CONC. OR BLOCK CURB FLUSH CONCRETE CURB AT ALL RAMPS 6" X 6" 10/10 WWM Cys CLASS "C” CONCRETE 18” b— 12" DEEPEN EXCAVATION AT DRIVEWAYS TO ENSURE FULL 18” CURB DEPTH. GRANITE BLOCK DEPRESSED CURB AND CONCRETE DRIVEWAY APRON DETAIL NTS. 5/4 X 6 BOARDS SCREWED TO POSTS 9 io 4 X 4 TREATED WOOD POSTS——————| POST MOUNT PER FENCE CONTRACTOR | FINAL GRADE FINAL GRADE: LEVEL IN ALL DIRECTIONS FILTER FABRIC: J ; SAND BEDDING \ 4,000 PSI_CONCRETE FLUSH RETAINING CURB EXP. JOINTS 20’ 0.C. 1 1/2” CLEAN CRUSHED STONE ky o"— NTS. SECTION DETAIL OF RETENTION CURB & RIDING ARENA 4” MIN. DIAMETER ALUMINUM POSTS GRADE 4,000 PSI AIR ENTRAINED 2% PER FOOT CROSS SLOPE CONCRETE, 4” THICK 4'0" \o AS PER PLAN | OL INSTALL PRE-FORMED EXPANSION JOINTS EVERY 12° LINEAR FEET TOOL 1/2” DEEP CONTROL JOINTS 4’ 0.C. FOR 4’ WIDE WALKS TOOL 1/2” DEEP CONTROL JOINTS 6’ 0.C. FOR 6’ WIDE WALKS SECTION THROUGH CONCRETE SIDEWALK N.T.S. ‘SAWCUT EXIST, PAVEMENT: TACK CUT EDGES PAVEMENT SURFACE 2” FABC, MIX I-5 4” OF BIT. STABILIZED BASE 6” OF NJDOT DGA VARIES N.J.D.O.T, DENSE GRADED AGGREGATE COMPACTED IN 8” THICK LIFTS TOORM DRAIN, SEE PLAN. [-——_ 3/4” CLEAN CRUSHED STONE a! TO SPRING LINE OF PIPE -——. 2’0” MIN. 4 SEWER OR DRAIN TRENCH DETAIL AT MUNICIPAL ROAD MOTORIZED GATE HINGES

E COMPACTED IN 8” THICK LIFTS TOORM DRAIN, SEE PLAN. [-——_ 3/4” CLEAN CRUSHED STONE a! TO SPRING LINE OF PIPE -——. 2’0” MIN. 4 SEWER OR DRAIN TRENCH DETAIL AT MUNICIPAL ROAD MOTORIZED GATE HINGES WITH CODED KEYPAD MAUUAL BYPASS TO BE APPROVED BY THE FIRE —] APPROXIMATELY 40% OPAQUE ALUMINUM GATE LEAVES FABRICATED FROM TUBE, ANGLE. SLANTED FLAT STOCK. OR A COMBINATION THEREOF. SEE PLAN FOR DIRECTION OF SWING. N.T.S. WIRING FOR ELECTRIC POWER SHALL BE RUN FROM BUILDING TO GATE AREA UNDERGROUND IN 1” MIN. DIAMETER PVC CONDUIT. VARIES, SEE PLAN. { OR SQUARE CAST IRON CURB PIECE . 6” HIGH FACE TYPE "N — ECO’ CASTING TO BE CAMPBELL FOUNDRY #2541 WITH BICYCLE GRATE. 3-6" L-| MIN. FINISHED GRADE ADJUST TO GRADE WITH 61-641 VARIES MAXIMUM OF TWO COURSES OF BRICK + 6” PRECAST REINFORCED CONCRETE WALLS WITH 8" THICK BASE ALUMINUM OR PLASTIC STEPS BENCHING SLOPE: 6” THICK 3,500 PSI CONC. FOUNDATION POURED UP TO BOTTOM OF PIPE AND 6” LARGER THAN O.D. OF MANHOLE -6"-1-6"-+}-—_—_—. 48" 1-61-61 [-6"-}+-—— 30" er] 8" 1/4” PER FOOT Z 17} COMPACTED 3/4” CRUSHED STONE 4” MIN. OR AS NEEDED TO FILL OVERDIG, 3,500 PSI CONCRETE FOOTINGS —————} NICHOLAS AVENUE SECURITY GATES NTS. SITE DETAILS Sheet SE-7 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY Certificate Of Authorization Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 §RMCNJPE@YAHOO.COM N.T.S, * BENCH AND CHANNEL TO BE BUILT IN FIELD BY CUTTING OUT CROWN OF PIPE AT 70% OF PIPE HEIGHT, THEN POURING CONCRETE BETWEEN PIPE SHELL AND MANHOLE WALL. INLET, TYPE "D” IF CONTRACTOR PROPOSES TO SUBSTITUTE STRUCTURES BUILT OF SOLID BLOCK, PRIOR APPROVAL MUST BE OBTAINED FROM THE MUNICIPAL ENGINEER. JANUARY 10, 2025 ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 ORIGINAL DWG, DATE DECEMBER 26, 2024